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Change to Existing Approval - OPW11/0116.01
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Crest height such that structure is level with
NSL (or as close as practicable). Will be
overtopped on high tides.
Extent of works to be restricted to limits
shown on drawings. Container configuration
to achieve design may vary.
For excavation notes, see drawing NRS-{)06.
4. Optional additional container may be placed
as part of initial works or placed [if required]
Backfill to RL -3m AHD [min] in response to monitoring.
5. Refer to add~ional drawings
Plan layout NRS-{)05
Top of bank Anticipated excavated profile Notes NRS-{)11
[may vary]
NSL [varies]
_______________________________HM
---------- -------------------------------MH~
------------------------------
-AHD
-------------------------------ML~
-------------------------------LM
Geotextile underlayer
~~~~~\;.~~:~..~~
~~.~~~~
Geotextile flap
14.0m
Optional 1 m geotextile tube with flap
[if required]
International
Coastal
Management
~50 IG Arm. SYC Manr MaIn Be h, 4217, OLD, /lJJstraha
f:Qg, poeox:m, ManBe LPO. Man Bea::h OLD, 42t7,Ausaralla
~< ll_ m.t)11~41
~.".".coastam;ngemen:_com_aJ
PRO..ECT NAME
NOOSA RIVER SPIT
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